Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215445 DEA: 100X7504 EFIS: 1013000009
QA Service Level: 1
DIST-CO-RTE-PM: 10-ALP-4,88,89-var
Work Description: REPLACE BRIDGE RAIL, BARRIER SLAB AND GUARDRAIL.
Location Description: ALPINE COUNTY AT VARIOUS LOCATIONS
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 3333 Vaca Valley Parkway, Suite 2000, Vacaville, CA 95688
Resident Engineer: Pawan Garg Structure Rep.: John Cooley
DIME Sample ID: 2023-10-11-54
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - FFS - Skid Testing
Sample Organization Contact: (916) 227-7287
Type of Sample: Department Acceptance
Type of Material: Roadway/Bridge Surface
Sample Taken Date: 10/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/11/2023
The quantity of what the sample constitutes: POLY
A brief description of the sample: POLY
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JOB SITE
DIME Test ID: 2023-10-11-54-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 10/17/2023
Date Tested: 10/13/2023
Submitted By Organization: CT HQ - FFS - Skid Testing
Organization Address: ,
Organization City:
Organization State:
Organization Zipcode:
Organization Email: steven.seifert@dot.ca.gov
Organization Phone: (916) 227-8588
General Comments for this Test: WEST FORK CARSON TRIAL SLAB
Test Result Compliance: complies
Additional Comments When Verified:
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Pavement or Bridge Deck?
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Bridge Deck
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Average Coefficient of Friction
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0.39
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DIME Test ID: 2023-10-11-54-2
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 11/06/2023
Date Tested: 11/02/2023
Submitted By Organization: CT HQ - FFS - Skid Testing
Organization Address: ,
Organization City:
Organization State:
Organization Zipcode:
Organization Email: steven.seifert@dot.ca.gov
Organization Phone: (916) 227-8588
General Comments for this Test: MARKLEEVILLE BRIDGE. SE DIRECTION
Test Result Compliance: complies
Additional Comments When Verified:
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Pavement or Bridge Deck?
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Bridge Deck
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|
Average Coefficient of Friction
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0.37
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DIME Test ID: 2023-10-11-54-3
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 11/06/2023
Date Tested: 11/02/2023
Submitted By Organization: CT HQ - FFS - Skid Testing
Organization Address: ,
Organization City:
Organization State:
Organization Zipcode:
Organization Email: steven.seifert@dot.ca.gov
Organization Phone: (916) 227-8588
General Comments for this Test: MARKLEEVILLE BRIDGE
Test Result Compliance: complies
Additional Comments When Verified:
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Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.39
|